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HomeMy WebLinkAboutLarge Format2 PROJECT TEAM: OWNERS: ANNETTE DEMPS EMAIL bernice rnsn.com 2308 N.E. 24th RENTON, WA 98056 (425) 226-1444 OFFICE (206) 996-9551 PGR CONTACT: ANNETTE DEMPS GENERAL CONTRACTOR: A&D QUALITY CONSTRUCTION CO., L.L.C. EMAIL: bernice rnsn,com P.O. BOX 2552 RENTON, WA 98056 425 226-6632 CONTRACTOR LIC. # ADQUACCO58B3 RENTON BUIS. LIC. # 3728 CONTACT: KIETH DEMPS ARCHITECT. FALL ARCHITECTURAL EMAIL davidfOjbdg.com 4115 S.W. 106th ST. SEATTLE, WA 98146 6 431-79R0 OFFICE M20 6 242-6S>6 MESSAGE CONTACT: DAVID J. FALL LANDSCAPE ARCHITECT: MASTERPEACE CONSTRUCTION, INC. EMAIL: caddy2460aol,com 7826 WOODWORTH AVE. N. TACOMA, WA 98406 (253) 756-0912 OFFICE CONTACT: THURMAN CARTER CIVIL ENGINEER: JOHAN OYE P.E. EMAIL: - 12202 PACIFIC AVE. S. TACOMA, WA 98444 (253) 537-8128 OFFICE CONTACT: GEORGE BALL / BALL DRAFTING SERVICE: BALL DRAFTING SERVICE EMAIL: - 12116 107th ST. CT. KPN GIG HARBOR, WA 98329 (253) 858-7509 OFFICE SOILS ENGINEER: EARTH CONSTULTANTS, INC. EMAIL: - 1805 136th PLACE N.E., SUITE 201 BEL.LEVUE, WA 98005 (425)643-3780 CONTACT: MITCH McGINNIS STRUCTURAL ENGINEER: N ULTINGENUEW EMAIL: dkvomme®compuserve.com 4625MECONSULTING UNIVERSITY PLACE, WA 98466 566-4936 OFFICE M253 3) 566-5413 FAX CONTACT: DALE KVAMME, P.E. WETLAND ANALYST: B-TWELVE ASSOCIATES, INC. EMAIL: - 1103 WEST MEEKER STREET, SUITE C KENT, WA 98032 (206) 859-0515 OFFICE CONTACT: ED SEWALL DEFERRED SUBMITTALS: 1. FIRE SUPPRESSION SYSTEM 2. FIRE ALARM SYSTEM 3. LANDSCAPE IRRIGATION SYSTEM 4. ELECTRICAL SYSTEM 5. PLUMBING SYSTEM GENERAL / SITE STATISTICS: OWNER/DEVELOPER: ; ��•s.-� SITE AREA: ZONING DESIGNATION: CODES: UNIT AREAS: UNIT # UNIT AREA (GROSS) DECK/PATIO AREA EXTERIOR STORAGE UNIT AREA (UBC) A 2 1215 66 18 1141 A/FFH 1 1200 66 18 1128 A/HC 1 1200 66 18 1128 B 2 951 66 18 887 C 4 1194 66 18 1123 C/FFH 3 1179 66 18 1110 M/FFH 1 1179 66 18 1110 D 4 933 66 18 865 UNIT MIX: UNIT TYPES A A/FFH A/HC B C C/FFH M(/FFH) D w wm wQ w X wm WL_m w BLDG ago am mW m m ow mew a. m TYPE to to M N M I e;13 N TOTALS 1 21 1 2 - - - - 6 2 - - - - i4 3 1 4 12 TOTALS 2 1 1 2 4 3 1 4 18 BUILDING AREAS: ATrEA�S (R� PRESENTED A , GROSS ARP AND NET, (UBC) AREAS AS INj)ICATED ,BY; e olliowing areas inclu a the unit decks, exterior storage, ground Tloor patios and the exit stairs R1 OCCUPANCY GROSS / UBC 0 U O TYPE # m En TOTAL 1 1 2782 / 2671 2761 / 2653 2761 / 2653 8304 / 7977 2 2 2750 / 2646 2729 / 2628 2729 / 2628 8208 / 7902 * USE SQUARE FOOTAGE PER U.B.C. DEFINITION TO CALCULATE PLAN CHECK FEE ESTIMATED VALUATION: $ _ � _ BASED ON SQR FOOTAGE VALUES PER ICBO 'BUILDING STANDARDS' - SEPT/OCT. 1995 EDITION FOR TYPE V APARTMENTS AND GARAGES. U OCCUPANCY 0 o TYPE # m V) TOTAL GARAGE 1 - / - 420 / 396 - / - 420 / 396 CARPORT 1 - / - 1156 / 1076 - / - 1156 / 1076 * USE SQUARE FOOTAGE PER U.B.C. DEFINITION TO CALCULATE PLAN CHECK FEE ESTIMATED VALUATION: $ _fo+f''l ____ BASED ON SQR FOOTAGE VALUES PER ICBO 'BUILDING STANDARDS' - SEPT/OCT. 1995 EDITION FOR TYPE V APARTMENTS AND GARAGES. ANNETTE DEMPS 1994 UBC OCCUPANCIES: R-1 —APARTMENT BUILDINGS 2308 N.E. 24th RENTON, WA 98056 28_ NE 3rd AVENUE UBC CONSTRUCTION: RENTON 0.89 ACRES (38,804 S.F.) RESIDENTIAL MULTI -FAMILY INFILL (RM-1) CONTRACTOR COORDINATION NOTES-. THE FOLLOWING NOTES SHALL SERVE AS A GUIDE TO THE CONTRACTOR TO VERIFY EACH CONDITION WITH THE PRODUCT MANUFACTURER OR SUPPLIER AND OR LOCAL JURISDICTION FOR THEIR REQUIREMENTS PRIOR TO SUBMITTING A BID TO THE OWNER OR PROCEEDING WITH WORK. THE ITEMS OUTLINED BELOW ARE NOT INTENDED TO BE AN EXHAUSTIVE ANALYSIS OF ALL POSSIBLE AREAS OF CONCERN OR CONFLICT, BUT RATHER SERVE AS A BEGINNING POINT IN IDENTIFYING COMMONLY OVERLOOKED AREAS IN THE CONSTRUCTION PROCESS. i. REVIEW MANUFACTURER'S PRODUCT LITERATURE FOR INSTALLATION INSTRUCTIONS UNIQUE TO THE PROJECT CONSTRUCTION TYPE. A. RECESSED AND SEMI —RECESSED ELECTRICAL EQUIPMENT B. ALL EXHAUST FANS & DUCTING C. BATHTUB & SHOWER ENCLOSURES D. RECEPTACLE BOXES (I.E. TELEVISION, TELEPHONE, ELECTRICAL, PLUMBING, ALARM MONITOR BOX) E. ANY OTHER BUILT—IN OR RECESSED EQUIPMENT WHICH MAY PENETRATE A FLOOR/CEILING, ROOF/CEILING OR WALL ASSEMBLY. F. FIREPLACE/SHAFTS/HEARTH EXTENSIONS/OUTSIDE COMBUSTION AIR REQUIREMENTS. 2. REVIEW LOCAL JURISDICTIONAL REQUIREMENTS FOR COMPLETE INSTALLATIONS OF THE FOLLOWING: A. MONITORED BUILDING FIRE ALARM SYSTEM (MODIFIED NFPA 72A) B. MONITORED AUTOMATIC FIRE SPRINKLER SYSTEM (NFPA 13R) B. FIRE EXTINGUISHER SIZE, TYPE & LOCATION C. MECHANICAL SYSTEMS PER STATE VENTILATION CODE D. ELECTRICAL EQUIPMENT 3. COORDINATE WITH THE FOLLOWING UTILITIES AND LOCAL JURISDICTIONAL REQUIREMENTS: A. TELEPHONE UTILITY B. CABLE TELEVISION UTILITY C. POWER UTILITY D. TRASH SERVICE AND RECYCLING SERVICE E. ALDERW00D WATER AND SEWER FOR: 1. SANITARY SEWER 2. STORM SEWER 3. WATER SUPPLY 4. THE FOLLOWING ITEMS SHALL BE BIDDER DESIGN/BUILD SYSTEMS. THE CONTRACTOR SHALL CONTACT TO LOCAL JURISDICTION FOR REQUIREMENTS AND PROVIDE A COMPLETE SYSTEM TO THE OWNER WHICH COMPLIES WITH ALL JURISDICTIONAL REQUIREMENTS: A. FIRE ALARM & SPRINKLER SYSTEM B. MECHANICAL/PLUMBING C. ELECTRICAL SPECIAL ATTENTION: 1. USE PLUMBING FIXTURES THAT MEET THE FLOW REQUIREMENTS OF THE STATE BUILDING CODE. 2. USE WATER CLOSETS IN THE H/C & FFH UNITS THAT MEET THE SEAT HEIGHT REQUIREMENTS OF THE STATE BUILDING CODE. 3. COORDINATE UNDERGROUND LOW VOLTAGE CONDUIT AND STROBE LOCATIONS FOR FIRE ALARM SYSTEM WITH SNOHOMISH COUNTY FIRE MARSHALLS OFFICE. 4. COORDINATE SIDE BY SIDE WASHER AND DRYER LOCATION WITH OWNERS FOR DOOR SWING. 5. ELECTRICAL CONTRACTOR NOTE: COORDINATE LOCATIONS OF MAIN ENTRY LEVEL UNIT ENVIRONMENTAL CONTROLS PER ACCESSIBILITY CODE, WAC 51-30. MAIN ENTRY LEVEL UNITS REQUIRE SPECIAL LOCATIONS FOR OUTLET RECEPTACLES AND SWITCHES. SEE ACCESSIBILITY CODE (AND NOTES ON CS2) REGARDING REACH REQUIREMENTS. ENERGY COMPLIANCE: APARTMENT BUILDINGS: CODE: WA. STATE ENERGY CODE, 1994 SECOND EDITION PRESCRIPTIVE OPTION FOR R-1: TABLE 6-1, HEATING BY ELECTRIC RESISTANCE CLIMATE ZONE 1 GLAZING PERCENTAGE OF HEATED FLOOR AREA z z J TYPE m Uj V) ® % GLAZING 1 2272 2299 2299 6870 977 14.2% 2 2359 2389 2389 7137 977 13.7% OPTION IV EXTER. WALLS: R-19 (INCLUDING INTERIOR BELOW GRADE INSUL) ROOF/CEILING: R-38 GLAZING: U= 0.40 MAX. SLAB PERIM.: R-10 X 24" DOORS: U= 0.20 DEVELOPMENT DENSITY: PARKING: R-1 BUILDINGS ARE (2-1/2) STORY TYPE V, NON -RATED CONSTRUCTION THROUGHOUT WITH 1-HOUR SEPARATION BETWEEN DWELLING UNITS. NFPA 13-R SPRINKLER SYSTEMS ARE PROVIDED PER CITY OF RENTON ORDINANCE. FIRE ALARM SYSTEMS ARE PROVIDED PER UBC 310.10. U BUILDINGS ARE TYPE V, NON -RATED CONSTRUCTION IMPERVIOUS COVERAGE: 1994 UNIFORM BUILDING CODE WITH STATE OF WA. AMENDMENTS; APT. BUILDING HEIGHTS: ALLOWABLE OWARI F 1994 UNIFORM FIRE CODE TYPE 1: 2 1/2 STORIES / 45' (35' + 10' pitched roof bonus) FINAL FAIR HOUSING ACCESSIBILITY GUIDEUNES OF 1991 (FEDERAL) TYPE 2: 2 1/2 STORIES / 45' (35' + 10' pitched roof bonus) 1991 UNIFORM PLUMBING CODE 1994 WA STATE ENERGY CODE, 2ND ED. (JUNE 1995) WA STATE VENTILATION AND INDOOR AIR QUALITY CODE, 3RD ED. (JUNE '95) PROPOSED 1994 UNIFORM MECHANICAL CODE TYPE 1: 2 1/2 STORIES / 35'-7' TYPE 2: 2 1/2 STORIES / 37'-0* 20 UNITS PER ACRE ACCESSIBLE STALLS (9'x2O') 2 STANDARD STALLS (9'x2O') 20 GARAGE (STANDARD) STALLS 2 CARPORT (STANDARD) STALLS 8 TOTAL STALLS: 32 (1.75 PER UNIT) BUILDINGS - 9,858 S.F. PARKING & DRIVE AISLE - 10,052 S.F. SIDEWALKS - 1,705 S.F. TOTAL 21,615 S.F. COVERAGE PROPOSED: 56% COVERAGE ALLOWABLE: 75% TOTAL OPEN AREA: 17,189 S.F. (44%) 17,189 S.F. VICINITY MAP: N.T.S. LEGAL DESCRIPTION. - LOT 4 REN. SP 384-79-7910189001 PARCEL NUMBER: 162305-9120-06 SHEET INDEX,- 27 SHEETS TOTAL GENERAL CS1 COVER SHEET: LEGAL DESCRIPTION, STATISTICS, VICINITY MAP, SHEET INDEX ENERGY NOTES CS2 ACCESSIBILITY NOTES, GENERAL NOTES, STRUCTURAL NOTES CS3 VENTILATION & INDOOR AIR QUALITY CODE ARCHITECTURE Al SITE PLAN AND DETAILS A2 FOUNDATION PLANS AND DETAILS A3 TYPE 1 BASEMENT FLOOR & FRAMING PLANS; NOTES & SCHEDULES A4 TYPE 1 FIRST FLOOR & FRAMING PLANS; NOTES & SCHEDULES A5 TYPE 1 SECOND FLOOR & FRAMING PLANS; NOTES & SCHEDULES A6 TYPE 2 BASEMENT FLOOR & FRAMING PLANS; NOTES & SCHEDULES A7 TYPE 2 FIRST FLOOR & FRAMING PLANS; NOTES & SCHEDULES A8 TYPE 2 SECOND FLOOR AND FRAMING PLANS; NOTES & SCHEDULES A9 INTERIOR ELEVATIONS & DETAILS; ACCESSIBILITY DETAILS AID TYPE 1 BUILDING ELEVATIONS & SECTIONS All TYPE 2 BUILDING ELEVATIONS & SECTIONS Al2 WALL SECTIONS A13 CONSTRUCTION ASSEMBLIES; WALL, FLOOR & ROOF DETAILS A14 STAIR & DECK DETAILS A15 DOOR & WINDOW DETAILS A16 CHASE & FIRESTOP DETAILS A17 STRUCTURAL DETAILS LANDSCAPE L1 LANDSCAPE PLAN CML EX-1 EXISTING CONDITION 0-1 GRADING AND PAVING PLAN D` , 0� SANITARY c�7�.� �. 14T Pi C-3 R�UT1LIlYEPLAN C-4 EROSION CONTROL PLANL( FALL ARCHITECTURAL design production art collaboration FIFI FIFI David J. Fall, Architect phone 206 242-6376 fax 206 242-6376 4115 Southirest 106th Street Seattle, lfashington 98146 6878 DAVI FALL STATE ASHINGTON CHANTELLE APARTMENTS for. ANNETTE DEMPS home 425 226-1444 office �206 655-6640 2308 NE 24th ST. Renton, Washington 98056 STATISTICS INDEX MISC. NOTES []❑ FIF] JOB NAME: 98—DEMPS ISSUE DATE: JULY 10th — 1998 REV. #/DATE: Q — 13 COMPOSITION, ROOFING — .EXTERIOR LI(;-IT FIXTURE, ;SEE PLAN 6" 77 0 M17 D.S. FRONT ELEVATION CLASS 'C' COMP. ROOFING 5/ 48 CEDAR FASCIA W/ GUTTER 6x8 P.T. POST AVEMENT l t 1 I 18 0 BORED HOLE W/ (° ° (° ° I 1 ° ° CONC. FILL- EMBED I11I II°I 1°11 1111 L"J L"J L"J TREATED POST -TYPICAL --Luj SCALE: 1 8 =1 -0 5/ 4x8 CEDAR 5/ 48 CEDAR BARGE BOARD BARGE BOARD 11 END ELEVATIONS SCALE: 1 8 =1 - 0 21'-0" 18'-0" in; 2x4 CAP TRIM —__42 -x 12 - �5 11 i1 it ii 11 — _ --- z Lr) i i i i i i 8"OMIN.x30"D. SIDING OVER 1 /2" PLYWOOD .:2 W cn w z I I I I I I FOOITNG I L_J I L I P.T. BEAM BEYOND o < Uj _ L _ _ J _ _ J � LN FRONT ELEVATION SECTION c� GARAGE BEYOND } a- Q o � W o M - 6x8 P.T. POST --�- Q w DETAIL AT FENCE `o I Jill 11 11 1111 I11I M M 1 4 SCALE: 1 /2" = 1'-0" Ir----------------, -----------------� I 1 I I I FACE OF POST '`ei 4" CONC. SLAB: SLOPE TO DRAIN c14 I I 1 /4" PER FOOT II Ii 0 TOP OF FDN. WALL I I 6" ABOVE FINISH SLAB i I I AT DOOR SIDE I I 17 18 o I I A2 A2 I I N J - - 4x6 POST FRAMED 6x8 P.T. POST SET IN INTO WALL OF GARAGE 18" 0 BORED HOLE W/ L41" CONC. FILL F 0 UNDA TION PLAN SCALE: 1 8 =1 -0 18'-0" 18'-0" 18'-0" 18'-0" _ _ _ r - - - - - - - LINE OF ROOF_ _ - - - - lo WHEEL STOP LOCATIONS (CUB OR gg0VE- IDS EDGE OF WALK) TYPICAL PROVIDE OUTLET L----------- - - - - -- I - - -- ------- - - - --- --------------- - - -- -- ------- - - - - -- S FOR FUTURE -f—f®+ o f� ►-• " o-{,�� FACE GARAGE DOOR BEAM OPENER SINGLE TUBE FLOURES. FIXTURES , MOUNTED TOP SIDE OF BOTTOM � TRUSS CHORD - ° I I — — — V — — — — — — — o WN W W ———————————— — — — — — — — — — — — — — — — — — — — — — — — ° ° :h zC i I � N CL O 20 I LiJ WOO A2 °-� I ° P.T. 6x12_ 1_D.F. BEAM, .44 —*® } •-- -- - TYPICAL '-' �"1 8070DOOR 8070DOOR ---------------- - - - - -- --- - -- -- - -------------------- ------ - -- - -- _ - DS 4X10 HDR 4X10 HDR rS 10'-4" 10'-8" 21'-0" TO PHOTO CELI. FLOOR PLAN 2 STALL GARAGE WITH 8 STALL CARPORT) SCALE: 1 8 =1 -0 12"x18" SIGN CENTERED AT THE FRONT OF STALL AND' MOUNTED 3' TO 5' ABOVE FINISHED GRADE. SIGN SHAI CONTAIN THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" AND BEAR THE WORDS "STAI DISABLED PERMIT REQUIRED", INTERNATIONAL SYMBOL OF ACCESSIBILITY VA PAINTED ON PAVE- MENT AT EACH 9'-01, 5'-0" 9'-0" ACCESSIBLE STALL STALL WIDTH 01 AISLE STALL WIDTH MAXIMUM SLOPE OF PAVING TO BE 2% IN O) ANY DIRECTION Ar`t"%CCCIQI C ®A®VIAIn C`TAI I C% 2x2 TRIM BEVEL SIDING I 'n 2x4 CEDAR BOTTOM RAIL ELEVATION I I I I , „ I I I I I 1 1 12 -0 I I 44 P.T. POST SET IN 8"0 MIN. L J x36" D. FOOTING '1% EXTRUDED CONC. CURB 0 10 4" CONC. SLAB i I I 184-7 7 89001 I I L , -4- I FA ARCU MCTURAL design production art collaboration 1:1 F] F1 F] David J. Fall, Architect phone 206 242-6376 fax 6 242-6376 4115 Southwest 106th Street Seattle, llashin6ton 98146 CHANTELLE APARTMENTS for: ANNETTE DEMPS home (425) 226-1444 office (206) 655-6640 2308 NE 24th ST. Renton, Aashk6n 98056 SITE PLAN SCALE: 1" = 20' DEE-Vr-, OF N-1ENT CITY OF REt° ,,�;;4 SITE PLAN SITE DETAILS NOTES a F1 F-1 JOB NAME: 98—DEMPS ISSUE DATE: JULY 10th — 1998 REV. #/DATE: A — VERIFY LAYOUT AND f" 1 DIMENSTIONS WITH 2'-0" COMPACTOR COMPANY PRIOR TO INSTALLATION PLAN TRASH BIN ENCLOSURE SCALE: AS NOTED TRASH BIN 3�9 i PART OF -=` --- �--------------------_..-_-- w---�----1 xPUBLIC 8"� ®0,4% VERIFY 31 g - - - - � I Y.D. 317-- - x ~x dI , m� ------ _ i - BERM ca x O -� ' \� N` CNI �WI - y � w ( (� F.F. - 318.15 �\ m I F..F. = 319.33 X 318.05 319.23 I i /f I 1 / f \ 6"sb P F C TIGHT LINE YAP. a i � ! I � LS S� I i I i , 317,6Cr17,99� k / J 315.96 � 317.14 Li A Vv „--- ----- o ;318.3:4 z \ F, 315.5631.7.06 „ N - �l \ HAND PLACED 00 7// \RIPS RAP f s ,` .V \ 0 I q 77 V) CV w j 317.14 - 3 31 �6 316. 5 RIDGT I I - 317.03 1 32030 \ 320.7O x - - BERM - - - \ - - BERM - - : „317. 58 ` - - _ 31698 \ 1 1 X @ I 317.85 316.48 , CHANTELLE APARTMENTS NW 1/4 OF SECTION 16, TOWNSHIP 23N, RANGE 5E, 2 (TYP) I �--- - - --S89°12'42"E- \ 316.06 A r I I F.F. = 317.95 316 °48 Uj sa O O! I I i FH #2$9 c I HAND LACED 18,D2-7 STO M MH w F m ( RIP- AP I g�� RIM = 317.95� / m 316. �p3� �1 °� / I.E. N = 311.00 I.E. SW = 319.91 " /RIM = 316.65 l` 9 13 LF 12 0 PVC ® 1% LOW v LE,_313,81 6 LF 36" 0 CMP @ 0.0% J 1� „ C,B, 1 TYPE 1 SEE �� \�F-`tl1P'� �� � CO / # \ E WPC ° d RIM = 313.80 N�\0� 9i��B\�� I.E. = XXX 2 x \ .. �' �'' �� �. CO TYPE 2 { \\ 100 too'��'�/ REMOVE DRIVEWAY & p RIM 313.08 I ��� n. l �� „1� ,- INSTALL SIDEWALK 6" N =` 308.88 i�� - %% �l �� & CURB & GUTTE I.E..�6" W 3Q8.68- CBNROL SRUCTa / CS RIM = 314.64 SE! AIL/ I.E. = 311.31 PROVIDE,. - 18,D3-1 STORM OH REMO 10WAY & CITE Of RIM = 314.20 �107© . I ALL SIDEWALK -VGHT STAND RE) I.E. 8" E = - Ctj�P ��/' I.E. 12" E 3 8r CURB �8c GUTTER �2 I.E. 12" - 309.35' I W = 309.30! Gj/ i 5i 9 12"0 PVC 1.0% -�"- -� cyW fN II TBM 317.00 v GRAPHIC SCALE / 4 20 0 10 20 40 ao IN FEET ) 1 inch = 20 ft_ 125.00' 2 (TYP) a �- A DRIVEWAY OR ALLEY -'.. f SEE ZONING CODE FOR 7/� FOR MAX &MIN WIDTHS • 1 T�.s CURB AND GUTTER SHOWN HOWEVER, OTHER CURBS ALTERNATE 1 Aems 10' COMMERCIAL ZONE MAY BE USED. SIDEWALK AND PLANTER STRIP 6' RESIDENTIAL ZONE (SEE STANDARD PLANS) NOTES: 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2-1/4" DEEP. 2. 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH, AND IN CURB/GUTTER TO DUMMY JOINTS. 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED INTEGRAL WITH STANDARD CURB (SEE DETAIL "A"). 6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR. CEMENT CONCETE APPROACH 7_ APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERLINE. THE APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/ FOR DRIVEWAYS AND ALLEYS ALLEY WIDTH. ADOPTED STANDARD PLANS CITY OF RENTBN LST DATE: 12/96 DWG. NAME: FR01 N SP PAGE: F006 EXISTING ASPHALT 1.0'** NEW CURB PAVEMENT MIN. I & GUTTER SAWCUT NOTES: MUST MATCH EXISTING THICKNESS IF GREATER. f * OR 1.0' BEYOND EDGE OF DAMAGED PAVEMENT a d ARTERIAL STREET MINIMUM 3" CLASS "B" A.C. 4" A. T. B_ 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" CLASS "B" A.C. 6" CRUSHED ROCK NOTE: SEE ARCHITECTUAL DRAWING SHEET "A2" FOR TYPICAL BERM DETAIL AT BUILDINGS. CURB & GUTTER REPLACEMENT DETAIL OPTED wAmnARn PLANS CITY OF RENTON L3T DATE: 12/96 DWG. NAME: FR05 SP PAGE: FOO8 FALL ARCHITECTURAL 4.115 S.W. 106th STREET SEATTLE, WA 98146 (206) 431-7960 JOHAN PACIFIC12202 TACOMA, WA 9;:, an \- SEE DETAIL "A" SECTION A- A 6, JOINT 3/16" SCORE LINE 7_'�� xl 8" DETAIL A APPROACH WITH MONOLITHIC CURB SEE NOTE 5 LEGAL DESCRIPTION LOT 4 REN. SP 384-79-7910189001 PARCEL NUMBER 162305-9120-06 QUANTITIES: LOT SIZE: .89 ACRE ASPHALT PAVING: 11,724 S.F. CUT: FILL: IMPERV. AREA: ** NOT FOR BIDDING PURPOSES DEVELOPER: ANNETTE DEMPS 2308 N.E. 24th STREET RENTON, WA 98056 (425) 226-6632 SITE ADDRESS: CHANTELLE PLACE 2800 N.E. 3rd STREET RENTON, WA 98056 VERTICAL DATUM CITY OF i ■ B.M.- MON #1936 ® N.E. 4th ST. & JEFFERSON AVE N.W. ELEV.- 99.483M = 326.304 THIS PLAN SET IS NOT A SURVEY. a Q m W01) t 0 i V co co C WI a In 00 Ln 00 AV rq a w cD Z 00 z 00 ca w C> U. Q m � a: �s z a Y m' Rs- Designer: Designer: J. Oye Draf tert G.W.B. Checker: , Issue Date; Revision: 0 Project No: Ctient Ref.; CAD Ref. DC-1_DWG SHEET NO, REV, C-1 A SAN. SEWER CONNECTION I.E. = 308.79 VERIFY SEE DETAIL - - - - - - - - - - - X. f !k S — Si S S S J 317— — — — _x_x 41 X— — — — — — — �7 r_j /r_�1._L1 J( N88­ 5� 7 J Ill�ll��ll s ( I'A� I I I 0 11 00 16-� P /C 0 2% Mlt . P // _ i (Von) �� III � I I � 0// j I � N 38*51 3 74.( kt x �� I F It j .00 x 00 CO TYPE I 00 RIM zr 313,00 —IL - IS' N 308-848 IE �6� w 3cw—a'68 .0 CIO RIN 314,64 1,E. 31131 MH RIM 314.2-0 5- — 410-70 _7 309,30 S CHANTELLE APARTMENTS PRE—APP 98-29 PART OF mk NW 1/4 OF SECTION 16, TOWNSHIP 23N, RANGE 5E, WM S89*1 2'42"E jPROPERTY LINE z 125.00' FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER :5731760�28SAtNl MI, RIM 319,67 Ila LLJ 1. E. = 30&45 Z 0 0.4% VERIFY 2"x 4" STUD SERVICE MARKER PAINT UPPER t _j - --------- F-7- x \\—TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE A ORDING "SEWER" WITH 3" HIGH —BLACK LETTERS. AM -PM WU U "SEWER" #6 WIRE WRAPPED AROUND THE STUD AND T 18.0$2-9- STORM MIS6" SIDE SEWER AND BUILDING SEWER EXTENDEL./r", I To THE TOP OF THE STUD. I0 I E' RIM 39J4. 31, 3,30 0- UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS IN E Sr-tAff- - MAIN. %vAv1HEvyI CONNrr_`;',%,TI ING NEW SIDE RS M EXISTIN' r_ vy r_ m IJ �12 114 IN ,.L-r' CONCRETE, r" PIPE AND ra 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND -EINFORCEL/ , L_ L.; I L_ Li PIPE SEWER MAINS ARE TO BE CORE DRILLED FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX bz Q CONCRETE N1 I ' ! BLOCKING 2% MIN SLO HORIZONTAL 18,D2--7 ST4 ;4H RIM 317.95 LE SW 31TJX91"_� /RIM = 316,65 V LE, - 313.81 _­1 co C� C, 6" SIDE OUTLET TEE i SEWER MAIN / T 6" MIN- SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2,5, COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 3/4" SQUARES SPACED — 3/4" CONCRETE Lj 0 0 AS INDICATED — HT. 1/8" CLASS 3000 0 0 0 , n r, 0- 171 00- 0 � 0 '1 0 12"0 RAISE-1/2" FIBERPA CKIII WIDE BORDER "t 9' — - III 8— 3/4" 1 1/2'1 _[2" F5/11" 2-7e ------------ 7" 7-3/4" 8 15" CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOT E IN UNIMPQROVED AREAS POUR 1'—0" THICK 2*-0" SQUARE CONem-rr_ CLm ZI rer, r- /AAnu bOINU3_fuu rtRUD RING AND COVER. A A IN ASPHALT ROADWAYSM RESTORE ROUND C_LEt%OU_1r RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. =m� STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) ADOPTED STANDARD FILMS Crry_ OF fflcmN LST 1DATE:12/96 DWG. NAME: BR39 SP PAGE- B078 PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS- 6 INCH OR 8 INCH CLEAN -OUT ADOPTED STANDARD PUNS CITY OF PJMMN I.ST DATE: 12/96 DING. NAME: BW18B SP PAGE:113076 ly r ARCHITE'T. S FALL ARCHITECTURAL 4115 S.W. 106th STREET SEATTIF WA nl A BM317.00 , +6) -71 6 (206) 431-7960 ;v?ka ENGINEER: GRAPHIC SCALE 20 0 10 20 do 80 jOHAN VIE P.E. 12202 PACIFIC AVE S F IN FEET > TACOMA, WA 98444 1 inch = 20 ft. (253) 537-8120 4— 3/4" SITE ADDRESS: CHANTELLE PLACE 2800 N.E. 3rd STREET RENTON, WA 98056 VERTICAL DATUM r'ITv OF TON U I I IJ Rr_EN B.M.— MON #1936 @ N.E. 4th ST. & JEFFERSON AVE N.W. ELEV.— 99,483M = 326.304 THIS PLAN SET IS NOT A SURVEY. Ilm 0') CD UJ ICD 00 00 > x LLJ cv) CD I 00 Ln 00 do In Lr) I ryUJ o CIO U. 00 CD Cr. CD 3 m Ito L rDesigner: J. Oye Drafter: G,VB. Checker: Issue Date: Revision: Project No: Client Ref.: CAD 2D DC®2.DWG SHEET NO, REV, M P 9 14 SYMBOLQUON, SIZE 1 9 a� Juniperus Squamata; Blue Star Juniper 1-1/2 Acer Palmatum Japanese VV 1 CaUpJea" s Maple max 20' high at 5' to 0 materit Acer Palumatum iL--a(iper Trumpenberg Japanese I� to 6 Maple max, 15' at maturity See spec i f I cat', ons for p l ant i ng Ground cover pants spacing at 3' to 3 1121 ❑, C, Instal (at►on SIGN STANDAND BRICK WASHED CONCRETE PAD 6" X 1 1' X 3' 0 FAIL ARCHITECTURAL design production art collaboration 1-11:1 ❑ ❑ David J. Fall, Architect phone 206 242-6376 fax 206 242-6376 4115 Southwest 106th Street Seattle, Aashin&n 90146 6878 REGISTERED V�� ARCHITECT LDAVID JFALLTE OF WASHINGTON for: ANNETTE DEMPS home (425) 226-1444 office 206 655-6640 2308 NE 24th ST. Renton, Washigton 98056 LANDSCAPE PLAN SIGN DETAILS PLANT LIST FIF-1 JOB NAME: 98—DEMPS ISSUE DATE: JULY 10th — 1998 REV.I/DATE: A — — , 1 ---- --- -- ------ -- 2x� HD�2 1 0 0 0 (2) 2x8 HDR_ I I ( ,—,—(2) 2x8 HDR. iUi i i �—_—_ of ( I BEDROOM BEDROOM M. BEDROOM 24 24 4 JJ_0 / 33 --__2—X10 0 —16" D.C. .— —_2x10—_®16—O.C-- -_ 2x_10 142t 33 I O 16" O.C. •u I .� I�I' I O I O • i H _- 1 O _ , ll .—.---.—.—. —2x10 ®16" O.C. IO 16" O.C. ENTRY � 0 24 ®.'. —t. 4l IF -- -- -- — --_— o 00 , 0 2A-IOB:C 2x8 LEDGER, NP. PROTECTED VENT CHASE '—'—'--'—' EXTINGUISHE ' ----------- SEE DET. 2/AT6 FOR IN CABINET N I 2x10 2x8's ®� 12 O.0 Wi ---I —,— — — — 6xi�FF, LIVING ROOM t — S .—.—._.— 2x10 ®, 16" O.C_ FIREPLACE TO BE "TEMPCD" _6x10 ® 1f60.C_,_, '—' ' —' 7FC36 ZERO CL. OR APPROVED ' INSTALL ER M FR(S S.f. — —'? RECOMMENDATIONS 2x1O 0 16' C.C. f 7 2 2x8 HDo. �2 2x8 HDR, I °f -DINING T. 2x1� LED PATIO I O 3 (2) 2x8 HDR. P.T. 4z12 ----- --- -- i A �{ m , GDR TRUSS �I 1 4>l4 R.S. BEAM 1 3'-0 12 -0' 10'-0' 3 -0 1 1. 3 -0 71'-O" 1 t1'_O.. IV_O" 10._0" 1 1; 10' (2) 2x8 HDR I � _—_—_�� BEDROOM Y\ R E OM 14 1 200 ® 16"17 1 ' —zxTo ® 16" �- ENTRY Y 2— ® 16" O.C. J/ (Doi 1 ' EXTI -_ I C OB:C 2x8 LEDGER, TVP. PROTECTED VENT CHASE NGUISHE 1 SEE DET. 2/Ai6 FOR l ' IN CABINET N I o 2x10 ®16" O.C. /2x8,s ®! Al o � N N ! 3J 2x10 0 16" O.C. 2x70 ® 16" O.C. .—. _. . FIREPLACE�R TOLE R APP " C 0 OR AP VIED n✓ ----- W/ ALL OPENING (6 S.f. {IA%.) • N—.—.---------- I I INSTALL PER MNFRS N -y II RECOMMENDATIONS 2,10 ®16" C. � . •—•—•—'—'— 2j 8 HDR. , 2 2x8 HDR/. O .--. Y\ 1 N N P.T. 2z1 LEDE 7 T T-17 7 T PATIO I O --------- ---------- -- --- (2) 2X8 HDR. P.T. 412 4, - "- - - > 1 m j GDR TRUSS �I 1 41 R.S. BEAM I 12'_0" ,O'_O.. 3=-0.. 1 I_ u-3'-=U" 7V_O" SECOND FLOOR FRAMING FIRST FLOOR (unit C FIRST FLOOR FRAMING BASEMENT FLOOR (unit C/FFH)(unit M/FFH sim B UILDING TYPE 2 PLAN B UILDING TYPE 2 PLAN SCALE: 1 / _ - , (2) 2x8 HDR. P.T. 402 do�i I I I i j 2 —._._ NEFY D ��.�. 0 0 '—'— 2 2x8, HDR2 •2x8 HD 2x10 ®16" O.C. I v --•� FIREPLACE TO BE "TEMPCO' 2 TFC36 ZERO CL OR APPROVED W/ 36" OPENING (6 S.F. MAX.) I '—'—'—'—'—'— INSTALL PER MNFRS N RECOMMENDATIONS a _ LIVING ROOM —. 2x10 0 16" O.C. a 33 a .-.�-. ET. 2/A16 FOR '-------.—. - i� = CTED VENT CHASE — --—. ' -I ---- 2A-10e:c � NTRY _• EXTINGUISHER =j -- —. .—. N I IN CABINET 2, %a —.—.—. 2x70 ® i6, O.C_ _ t O 14 } 33 — --- —._ Zx19.214'_4G.—._ v �:---- — — — - — 1 1 r� —__—_ i---------- _ _ _ ;; ® BEDROOM I I I ! of I I x10 _Q 16" 0C. ICI I I — - — - — - — - — _ III (2) 2x8 HDR. --- _- _ '—' (2) 2.8 HDR. ) 2t HE� I ii._O„ ,,._O" ,O._O,. 32'-0' 72'_1" P'_1" T FLOOR FRAMING ;DING TYPE > PLAN 0 0 • 11t 0 �. 4 14 33 S Q } L -In I (D j 5,_7.. 9 5._2" 6' 0" DROOM M. BEDROOM 4 2! 6 8 � s✓ ^ — --------- 1 —� I�--1-0 1 BASEMENT FLOOR (unit A/FFH SCALE: 1/4"=1'- ::All ATH - �- PARTIAL FLOOR PLAN (unit A/HC) SCALE: 1 /4"=1'-O" ,,._O.. „•_O" X 114.. 3._0" 1.. 3•_O.. il,_O" (2) 2x8 HDR. P.T. 4x12 _._ _._._.—._.=.1 I I I �lo� I I I I I I 2 2 J D IF 2z8• HD 2x8 HORy� O —2x10 ® 16" O.C.I— 1 11.-o" M. BEDROOM S N DINING 2a O H J3 3 --.—.—.—.—. FIREPLACE TO BE'TEMPCO" TFC36 ZERO CL. OR APPROVED —. W/ 36' OPENING (6 S.F. MAX.) i '— '--'—'— INSTALL PER MNFRS RECOMMENDATIONS O _ _ _ _ _ LIVING ROOM L_._.—.— _. I— _ 2x10 0 16" O.C.— I 4 6 33 a N2a 33 % 2 0 J } ♦16 SEE DET. 2/Ai6 FOR -- PROTECTED VENT CHASE t = . _. _._. _._. `O 3'-2" 5-1 1/2" 2j_3 N 0 24 E� , I —'— — -} — — —.— 9, 1OB:C ENTRY a 33 x• ( EXTINGUISHER li 3 _ IN CABINET KD ro 2x70 0 16" OA o BATH '—'——'—'-3_'—' _'— = 24 O 1 1 vl17 1 '_. _. _. _. _. O O I O 6 5,_9.. q'_ U / —BEDROOM �..o�,..b�-- � 24 I I I ( NI I I i424 }} I 14633 (2) 2x8 HDR. I I I I I (2) 2x8 HDR. 0 (2) 2x8 HDR , _ 72'_,,, L SECOND FLOOR FRAMING BUILDING TYPE 1 PLAN FIRST FLOOR (unit A SCALE: 1/4"=1 L M. BEDROOM 24 ,4 13 8 ROOF / FRAMING BUILDING TYPE 2 PLAN SCALE: 1/4"=,'-0" ROOF / FRAMING BUILDING TYPE I PLAN � �RCHITECTUR I production art collaborl ao id J. Fall, kehitl (206) 242 (206) 242 i Southwest 106th Str Me, Washington S, >878 ` REGISTERED \I ARCHITECT DAVID J. FALL STATE OF WASHINGTON SECOND FLOOR / ROOF (unit D) SCALE: 1 /4"=1'-0" �,HANTELZ APARTMENT for: ANNETTE DEMO home �206) 425) 226- office 655- 2308 NE 24th E Renton, Washington 0 —11 B8 A10 SECOND FLOOR (unit B PLANS SCALE: 1/4"=1'-0" F ]F� Da.E' O , ,1T P' . _11-1 CiT Y OF E.L. ; ,'-„ � JOB NAME: 98—DEI i ft , I 1j.8 ISSUE DATE: JULY 14th - REV. #/DATE: RrECE'kiii`LE-: r"a — 00 \ in 00 a. 00 I 00 00 \ r` KWC END ELEVATION - TYPE 1 SCALE: 3/16"=1'-0" SCALE: 3/16"=1'-O" TYPICAL EXTERIOR FINISHES TYPICAL CONSTRUCTION ASSEMBLIES SEE SPECIFCATIONS SEE SHEET A13 FOR ASSEMBLY DESCRIPTIONS OALL EXTERIOR WALLS O O 26GA GALV. STEP FLASHING 1 HOUR FIRE RESISTIVE 1 HOUR FIRE RESISTIVE NON -RATED SURROUNDING STAIR 6 VINYL SIDED GUARDRAIL 11 AT ALL SLOPING ROOF FLOOR -CEILING ASSEMBLY W1 W4 PARTY WALL ASSEMBLY EXTERIOR WALL ASSEMBLY ENCLOSURES TO HAVE HEAD WALL CONDITIONS F1 MANUFACTURED SIDING 2x12 CEDAR, TRIM GABLE VENT W __ S.I. W1 FLAME SPREAD RATING % BAND W/ 2 CAP 2 NET FREE VENTING AREA 0 LESS THAN 25 FLSHING 1 HOUR FIRE RESISTIVE NON -RATED ( HARDIPLANK' OR 1 HOUR FIRE RESISTIVE APPROVED EQUAL) O VINYL CORNER TRIM GABLE VENT W/ s.i. 22 STAIR LANDING ASSEMBLY W2 STAIR ENCLOSURE W5 EXTERIOR WAI-L ASSEMBLY CLASS 'B' COMOSITION 13 NET FREE VENTING AREA WALL ASSEMBLY AT RETAINING WALL O 2 SHINGLE ROOFING 9 VINYL AROUND � 4 RETAINING NG WALL NON -RATED O 0 ATED CONTINUOUS GUTTERS O - NON -RATED EXTERIOR DECK ASSEMBLY W3 NON RATED R 1 ROOF -CEILING ASSEMBLY 3 ON 2x8 CEDAR FASCIA � O SUPPORT NG KINGPOST'B' VENT FLUE CAP - F3 INTERIOR PARTITION O 5 SET OPENING 2 ABOVE VINYL SASH WINDOWS FRAMING OVER STAIR O ASSEMBLY O SEE WINDOW SCHEDULE ENTRY ANY ROOF SURFACE - WITHIN 10' MEASURED NON RATED O WOOD GUARD RAIL F4 HORIZONTALLY FLOOR SLAB ASSEMBLY 63.03' i- 0 w X Q t\ I Le M 15.45' e 1. m FALL ARCUITMCTURAL design production art collaboration FIF] FIF-1 David J. Fall, Architect phone 206 242-6376 fax 206) 242-6376 4115 Southwest 106th Street Seattle, Washington 98146 �6878 REGISTERED ARCHITECT ST J. FALL WASHINGTON OV EST CHANTELLE APARTMENTS for: ANNETTE DEMPS home (425) 226-1444 office (206) 655-6640 2308 NE 24th ST. Renton, Washington 98056 BUILDING ELEVATIONS BUILDING SECTIONS Op,, ,7N-r P(_r NOTES F� F 1UL 14 1598 FIFI :CE V � JOB NAME: 98_ DEMPS ISSUE DATE: JULY IOth - 1998 REV. I/DATE: Q - BUILDING SECTION A -A SCALE: 3/16"=1'-O" REAR ELEVATION -TYPE SCALE: 3/16"=1'-O" AA - 9 9-// 00 r7 00 00 I 00 oaf 10'-0" --1, R END ELEVATION - TYPE 2 SCALE: 3/16"=1'-0" TYPICAL EXTERIOR FINISHES SEE SPECIFCATIONS ALL EXTERIOR WALLS 1 SURROUNDING STAIR ENCLOSURES TO HAVE MANUFACTURED SIDING W� FLAME SPREAD RATING 0 LESS THAN 25 HARDIPLANK' OR PPROVED EQUAL) CLASS 'B' COMOSITION 2 SHINGLE ROOFING CONTINUOUS GUTTERS 3 ON 2x8 CEDAR FASCIA VINYL SASH WINDOWS — 4 SEE WINDOW SCHEDULE OWOOD GUARD RAIL Ij U 11L1J 11 V lr K-7 L' U l l U 1 V .ti —.Ili OVINYL SIDED GUARDRAIL 2x 12 CEDAR TRIM 7 BAND W`/ 2" CAP OVINYL FLSHING CORNER TRIM TRIM AROUND DqVINYL (WINDOWS BEAM AND KING POST 1 O SUPPORTING ROOF FRAMING OVER STAIR ENTRY �LDG: 354,00' 3LDG: 353.20' LDG: 317.00' wt� i t3LDG: 316.20' 26GA GALV. STEP FLASHING 11 AT ALL SLOPING ROOF HEAD WALL CONDITIONS GABLE VENT W __ S.I. 1 2 NET FREE VENTING AREA GABLE W 1 3 NET FREENVENTING AREA NG 14 RETA NI NG WALRL cJ 'B' VENT FLUE CAP — 1 SET OPENING 2' ABOVE ANY ROOF SURFACE WITHIN 10' MEASURED HORIZONTALLY 00 0 00 .bo 00 I SCALE: 3/16"=1'-0" TYPICAL CONSTRUCTION ASSEMBLIES SEE SHEET A13 FOR ASSEMBLY DESCRIPTIONS 1 HOUR FIRE RESISTIVE 1 HOUR FIRE RESISTIVE NON —RATED F1 FLOOR —CEILING ASSEMBLY <W1 PARTY WALL ASSEMBLY 6EXTERIOR WALL ASSEMBLY 1 HOUR FiRE RESISTIVE 1 HOUR FIRE RESISTIVE NON —RATED F2 STAIR LANDING ASSEMBLY 6STAIR ENCLOSURE 6EXTERIOR WALL ASSEMBLY WALL ASSEMBLY AT RETAINING WALL F3 1N3 NON —RATED NON —RATED NON —RATED 1 EXTERIOR DECK ASSEMBLY INTERIOR PARTITION ROOF —CEILING ASSEMBLY ASSEMBLY F4 NON —RATED FLOOR SLAB ASSEMBLY R FAR ELE VA TION T Y-P E 2 .1Lj1CX ! 1T PLC',' . _ JF JUL 14 1399 FALL ARCHITECTURAL design production art collaboration 1-1 F� F-1 F-1 David J. Fall, Architect phone (206) 242-6376 fox R6) 242-6376 4115 Southwest 106th Street Seattle, Washington 98146 6878 REGISTERED V�� ARCHITECT D�W=NGTON STA IRM4�TIN 011P j for: ANNETTE DEMPS home 425 226-1444 office 206; 655-6640 2308 NE 24th ST. Renton, Washington 98056 BUILDING ELEVATIONS BUILDING SECTIONS NOTES FIFI F F JOB NAME: 98—DEMPS ISSUE DATE: JULY 10th — 1998 REV. I/DATE: Q — SCALE: 3/16"=1'-0" SCALE: 3/16"=1'-0" f ICE D 84-n-11 37 I 1 PART OF - - - -- ,r-- _ _ _ PUBLIC 8'se 0 0.4% VERIFY - _ - - - ----3i f ' !\� ' I F71 X \ _ \b / i FIRE S RIN L LI E 1 DOMESTIC WATER a n \ / 3/ 4" TYP. CITY OF RENTON UJ A A WATER METER TYP. ;� i�f nl % CL a_ \ a n1 CD_ ,, C I \ Ci o-1 `" LLJ �a Z C.a� u °' a ■ 3, ■ 3 1 Y 2"o D.LP. DOMESTIC WATER \ ' V Cn a DETECTER CHECKALVE m 4N 0gO.P. o n= & METER � - \ '1X REDUCER Lai CV z i wV @E t �a 1 cr 6" D.I.P. I u f w \ D E w �( / T-OFF �+ I �€ \ �. f X [ f d �.� �� ' I00/ iFH #289 0 F71v DOUBLE COECK V & METER F9R LANDSCAft f C `° \ / 4 00 CHANTELLE APARTMENTS NW 1 4 OF SECTION i 16, TOWNSHIP 23N, RANGE 5E WM FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 I S89°12'42"E AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT - - - _ _ _ INLET WITH LUGS. �--- 125,00' 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS I NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. i 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE 4\7 PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL. MAX 4 PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY, MIN 2 FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED, �� s 1NOTE: �! /9v ( v FIRE SPRINKLER Di__ �---�� i LANDSCAPiF IRRIGA.T BY OTHER`. I / TBM 317.00 EASEMENTS FOR WA AND APPURTENANCE PROVIDED BY THE C r,, ' CITY OF RENTON R£ A GRAPHIC SCALE �zo o 10 zo ao so �3 ( IN FEET ) 1 inch = 20 ft. FIRE HYDRANT ASSEMBLY DETAIL ADOPTED STANDARD PLANS CITY OF RENTON LST DATE: 12/96 DWG. NAME: BR24 SP PAGE: B102 CONCRETE BLOCKING SIZING PROCEDURE A. GENERAL The amount of concrete required to anchor horizontal bends, tees, and dead ends depends on the strength of the soil. The methods of placing concrete to keep the joint accessible is shown in Figure 1. The area in square feet of concrete which must bear against the side of the trench is found by dividing the thrust in pounds shown in Table 1 by the safe bearing load of the soil as shown in Table 2, B. CRITERIA 1. The sizing procedure is for horizontal or downward thrust only. 2. Height of the thrust block must be equal to or less than 1/2 the depth from the ground surface to the block base. 3. The thrust block bearing face is approximately rectangular. 4. The concrete blocking shall be as per APWA Specification 74-2.14. C. SYMBOLS d = Outside Diameter of Pipe in Feet T = Thrust in Pounds at the Fitting (Table 1) SBL = Safe Bearing Load in Pounds/Sq. Ft. (Table 2) h = Depth of Trench in Feet W = Width of Trench in Feet A = Area of Concrete which must bear against the Side of the Trench in Sq. Ft. Hm = Maximum Height of the Thrust Block in feet Dc = Depth of the Concrete Thrust Block to Bearing Surface in Feet Lm = Maximum Length of the Thrust Block in Feet GROUND SUFACE h 1"/1 d h I Hm= 2 BLOCK BASE I�Dc CONCRETE BLOCKING u PRE-APP 98-29 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090), RAISED PAVEMENT MARKER TYPE 88 A8 STIMSQNITE TWO-WAY BLUE. 42" MIN BURY CONCRETE BLOCKING CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 16" x 8" x 4" MININUM CONCRETE BLOCK UNDER HYDRANT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8") FIRE HYDRANT ASSEMBLY D. CALCULATION EQUATIONS 1. Area of Concrete (A) = Thrust (in Pounds _ T Safe Bearing Load (in Pounds/Sq, Ft.) SBL 2. Maximum Height of Thrust Block (Hm) = Depth of Trench in Feet _ h 2 2 (Width of Trench in Feet) - - Go to Table 2: Table 2 gives the safe bearing load for sand and gravel: 3,000 lbs./sq. ft. - Go to Figure 1: figure 1 indicates the position of the concrete for blocking the 90' bend. - Go to the specifications of the project and find depth of trench (h) = 4 feet Width of trench (W) = 3 feet With the above assembled information, we proceed to the final calculations: - Area of Concrete (A) _ Thrust 21,360 _ = 7.12 sq ft. Safe Bearing Load 3,000 Maximum Height of Thrust Block (Hm) = Depth of Trench in Feet 2 h 4 = 2 = 2=2.Oft. - Depth of Concrete Thrust Block (Dc) - Width of Trench in Feet (W) - Outside Diameter of Pipe (d) = 3-0.75 = 1.13ft. 2 - Maximum Length of Thrust Block (Lm) Area of Concrete - Height Height of Concrete A 7.12 = 3.56 ft. Hm 2.0 - Required Amount of Concrete = (Height x Depth x Length) x 0.03704 = (Hm x Lm x Dc) x 0,03704 = (2.0 x 3.56 x 1.13) x 0.03704 = 0.30 cu. yd. TABLE 1 Size Pressure PSI Thrust at Fittings in Pounds Tees 90, 45` -- 22-1/2 11-1/4 Dead Ends Bend Bend Bend Bend 3" 300 2,120 3,000 1,630 830 430 4" 300 3,780 5,370 2,910 1,470 750 6" 300 8,500 12,000 6,510 3,320 1.700 8" 300 15,100 21,360 11,550 5,880 3,020 10" 275 21,620 30,570 16,540 8,430 4,330 12" 250 33,930 48,000 25,950 13,260 6,780 14" 250 46,200 65,370 35,340 18,030 9,240 16" 225 45,250 64,000 34.620 17,650 9,050 18" 200 50,900 72,000 38,940 19,860 10,180 20" 200 62,840 88,900 48,080 24,520 12,560 24" 200 90.480 127,980 69,200 35,320 18,100 30" 200 141,370 199,960 108,150 55,140 28,280 36" 200 203,580 287,950 155,740 79,400 40,720 22-1/2a 450BEND TEE 0 11-1/4 90 BEND Outside Diameter of Pipe in Feet) W-d 3. Depth of Concrete Thrust Block = = 2 2 FIGURE 1 4. Maximum Length of Thrust Block (Lm) _ Area of Concrete A= TABLE 2 Safe Bearing Loads in Lb./Sq. Ft. Maximum Height Hm 5. Required Amount of Concrete (Cu. Yd.) = (Height x Depth x Length) x 0.03704 The safe beoring loads given in the following table are for NOTE: FOR CONVEX VERTICAL BENDS BLOCKING = (Hm x Lm x Dc) x 0.03704 horizontal thrusts when the depth of cover over the pipe exceeds 2 feet. SEE APWA STANDARD PLAN NO. 73. E. EXAMPLE Safe Bearing Load SOIL Lb, per Sa. Ft. 1- Problem: Calculation of the amount of concrete required to block o 90' bend in an 8" *Muck, peat, eta. Q Soft Clay 1,000 CONCRETE DLOCIOG SIZING PROCEDURE C.I. water main; the normal operating pressure in the pipe will be 65 psi and the soil Sand 2,000 condition in the area indicates sand and grovel. 2. Solution: Sand and Gravel 3,000 Sand and Grovel Cemented with Cloy 4,000 OPTED STANDARD PLANS Hard Shale 10,000 - Maximum testingpressure See Table 1) = 300 si, p ( p = 0.75 ft. - Outside diameter of 8" pipe = 9.05 in. '= 9.05/12 m, In uck or peat, all thrusts sholl be restrained by pile_ or C OF RENTON LST DATE: 1 2/96 - Go to Table 1: The testing pressure of 300 psi, we see tie rods to solid foundations or by removal of muck or peat and replacement with ballast of sufficient DWG. NAME: BR26 SP PAGE" B085 that the thrust on a 90' bend is 21,360 pounds. stability to resist thrusts, FALL. ARCHITECTURAL 4115 -Q.)- 106th STREET SEATTLE, VGA 95146 (206) 431-7960 ENGINEER: JOHAN OYE R.E. 12202 PACIFIC AVE S TACOMA, WA 98444 (253) 537-5128 CHANTELLE PLACE 2800 N.E. 3rd STREET RENTON,98056 VERTICAL DATUM CITY OF RENTON 6.M.- MON #1936 @ N.E. 4th ST. & JEFFERSON AVE N.W. ELEV.- 99,463M = 326,304 THIS PLAN SET IS NOT A SURVEY. I v cS Q Uil W ICn C) a: Wi • rn 0 Ln co co ry • w z 00 00 c� 1 J cn P-1I I 'Designer: J. Oye Dra, ter; G.W.B. Checker: Issue Date: Revision 0 Project No: Client Ref,: CAD Ref.; I DC-3.DWG NO. 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Z- - a • o, 0 M ■ M FALL ARCHITECTURAL, design production art collaboration David J. Fall, Architect phone 206 242-6376 fax 206 242-6376 4115 Southirest 106th Street Seattle, Tuhin& 98146 R DAVMfJ. FALL STATE /0 WASHINGTON for. ANNETTE DEMPS home (425) 226-1444 office M6) 655-6640 2308 NE 24th ST. Renton, Washington 9W ju 2O -- C/ti OFkPf�.,' 7�V r �C� 1 v1�0 NEIGHBORHOOD DETAIL MAP a F-1 1111 JOB NAME: 98-DEMPS ISSUE DATE: JULY loth - 1998 REV.I/DATE: A -